HomeMy WebLinkAbout24817; ROS 24817; ROS 24817; 01RECORD OF SURVEY NO. 2 Y 8 \ 7
I I
SNF, NO
CITY TIES
,'
EST. BY INT.
RS 316
<O I"· LO
N ai
~ Li) LO
CD w~ • <:')
~ 'sJ-ct'. LO --a,
v) r--LO LO .
0 0 a, ~r--
Cl'.: ZN ~~
DEED 11/30/1959
F /P 246239 O.R .
,,-FD. L&D "DIV HWYS" PER
PM 15748, HELD 20.27' 0/S
PER ROS 16527 ,
DEED 1/6/1960
F/P 2105 O.R
I
·FD. SPIKE IN ASPHALT,
NO RECORD
N88°03'13'W 30.00'
FD. L&D "DIV. HWYS" 20.30'
0/S PER PM 718, PM 15748
I
I I I
P~;I 13027
LOT SPLIT #57
N89"25'57"W 770.01'
POR SE 1/4 OF SW 1/4 SEC 31
T11S R4W SBM
0=11 "43'44"
R=520.00'
L=106.45'
(0=11'47'35" R=520.00'
L=107.03' -SCHOOL
RESOLUTION #8-6465)
DEED 4/5/1960
F/P 69216 O.R.
DEED 1 959
F /P 249176 O.R
I DEED
POR TRACT 5
MAP 1719
DEED 11/28/1958
BK.7371 P 98, O.R.
DEED 3/10/1960
F /P 49608 O.R.
MONUMENTS
EXAGERRATED _
FOR CLARITY \
\
5
CR 38262
4
PCL ·1
1 FD. 3/4"IP W/DISC
ILLEGIBLE, ACCEPTED
PER ROS 6676, PM 4062,
UNDER FENCE
PM 3z823-EST. 550' RADIUS CURVE THROUGH
TANGENT LINES
/ -7
/
I f-N40"17'33"E 30.00'
. I
\ /FD. 3/4"IP W/DISC "LS
l --" 2940" PER ROS 6676,
_y HELD FOR R/W LINE
FD. 3l4"IP W/DISC "LS /
2940" PER ROS 6676.
PM 11862. FLUSH
(S89°59'00"E __,/
58.41 '-PM 4)
PM 4062 11/30/1959
F-/p 246240
O.R. i.._~□,· --~~~~~~---"'.""'""'l"'-"'1""....,f' N89°27'03"\J' (N89c59'W 50.00'
LU --, -,---1-
g;g N89"27'03"W 211.45' 50.55' DEED 257021) T
I
-i-
i 0~N"° "(S89°59'E 1211 .45' R4I) \ (Noooo2w) I
'-'---N00°29'57"E
2 i ~ I I Ct:: 14.22· ~ I cob LL Cl'. 0 v• ~~ lfl() LClCl'. olfl
LU~ o,.,, I g;o I iii~ 8~ I
f---3;: ~g '"-,l[) ~~ ~z; g;~ Oc'! c'!~ ~o o'I I
Sg (:_N I ~~ I ~ ~ ~8
~6 st-~ · N ~ ~ : ~ I
8;<:> I 80.. I -9o. W .... UJ w 0.a::: (S89°59'E 147.92' R4) w O -... w ~ w -...... .
I
I
I
I
I
PM\11862
i --
I FD. 3/4"IP W/CAP ~
ILLEGIBLE, \ I ACCEPTED PER \
PM 11862 \
CX)
sc.j-
r----
L()
0 N O LL " • ~ ·o N89°27'03"W 147.92' ~ ~ u LL SNF m-----~----i------"-----'--.L......--...._---:N-::0::::0::::02~9::'5::7 .. :::E-:3:-:_o::::o:-:, ::::,J~...,;,_,,__,;.i..,.:.,;,;,,...;,.....,➔,::--N-0-0-"2-9-'5_7"_E_3-.0-0-' .,L __ _l, __ _jfcsiNii=F,------L __ L __ _j-------,..J;;;;c!.!...._L_ ______ __,, -tif ____ 853.50' (N89'59'W 853.50' R4) + ....__ r -\ N89'27'03"W 964 66' (N89°59'00"W 964.62' -PM 6023) (N89°28'43"W 964.7-3'--R-0-S-22-0-90) 0
2
ll. \
FD. 2"IP W/DISC "LS****:', _/
ACCEPTED PER CR
/ N89°27'03"W 1319.56' (N89°59'W 1320.00' -MAP 1719)
N0°29'57"E20.oo· ..--/ \ \ BUENA VISTA WAY
(N00"02'W 20.00' R4) -t.. \
RS 691 0 \ R.9\/_
FD. 2"IP W/DISC "LS / -29 38' 34496, SEE PM 18757
iv1AP 4233 ~\
Plv1 18757 ':?,
\\ \,,, Prv1 18717 PM 6023
REFERENCES
R1 -ROS 6676
R2-PM 15748
R3-ROS 16527
R4-DEED 3/10/1960, F/P 49608, O.R.
NOTE
FILING OF THIS SURVEY IS REQUIRED PER PLS ACT, SECTION 8762, SUBDIVISION (b),
PARAGRAPH (4) THIS SURVEY WAS COMPLETED MORE THAN 90 DAYS AGO, AND IS
BASED ON THE MONUMENTATION AVAILABLE AT THE TIME. SUBSEQUENT SURVEYS
OR RECORDS IN THE AREA MAY OR MAY NOT HAVE SET MONUMENTS OR
ESTABLISHED LINES THAT ARE NOT RECOVERED OR RETRACED HEREON.
PASCO LARET SUITER
~ ffei~~(O(Cj,i!\,tf!E~
San Diego I Encinitas I Orange County
Phone 858.259.82121 www.plsaengineerlng.com JN.2953
l?'. \cl''o
\~ ,>
\-l ' 0' \%, \.<.i!
0.
\G1 ~ '(
POINT "CLSB-122" \._ ,.
N:2005450.968 ~ o'-;1, :--.. E:6228316.937 -1o,'---
Z:127.190 (NGVD 29) <o,'f+>--.. \
CONVERGENCE= ~>9.
-0°35'54.985" st~ \
CSF 0.999955650 (Q~
'0 s~ \ l,s ::--... OR"---
6>(''1~ \
'iltG~
6' ~ \
~
POINT "CLSB-120"
N:2003152.625
E:6231559.658
3338" PER PM 20092,
PM 20092 ROS 22090 ROS 22290
SCALE: 1" = 80'
..-?----
0 80 160 240
VICINITY MAP
I FOREST AVE
\
S 1"=1000'
SHEET 1 OF 1 SHEET
RECORD OF SURVEY OF
PORTIONS OF TRACT 5, LAGUNA MESA TRACTS, IN THE CITY OF CARLSBAD, COUNTY
OF SAN DIEGO, STATE OF CALIFORNIA, ACCORDING TO MAP THEREOF NO 1719, FILED
IN THE OFFICE OF THE COUNTY RECORDER OF SAN DIEGO COUNTY, JUNE 20, 1921;
AND PORTIONS OF THE SOUTHEAST QUARTER OF THE SOUTHWEST QUARTER OF
SECTION 31, TOWNSHIP 11 SOUTH, RANGE 4 WEST, SAN BERNARDINO MERIDIAN, IN
THE COUNTY OF SAN DIEOG, STATE OF CALIFORNIA, ACCORDING TO UNITED STATES
GOVERNMENT SURVEY APPROVED DECEMBER 27, 1870. , AS DESCRIBED IN THE
FOLLOWING GRANT DEEDS:
GRANT DEED, REC. 11/28/1958, BK. 7371, P 98, OR.,
GRANT DEED, REC. 11/30/1959, BK. 8017, P. 131, AS F/P. 246239, O.R. ,
GRANT DEED, REC. 11/30/1959, BK. 8017, P. 133, AS FIP. 246240, O.R,
GRANT DEED, REC. 11/30/1959, BK. 8017, P 135, AS F/P. 246241, O.R ,
GRANT DEED, REC. 12/03/1959, BK. 8024, P 155, AS F/P. 249176, O.R,
GRANT DEED, REC. 12/14/1959, BK. 8042, P. 517, AS F/P. 257021, O.R,
GRANT DEED, REC. 1/06/1960, F/P. 2105, O.R.,
GRANT DEED, REC. 3/10/1960, F/P. 49608, O.R.,
GRANT DEED, REC. 4/05/1960, F/P. 69216, O.R.
BASIS OF BEARINGS:
THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA STATE PLANE
COORDINATE SYSTEM NAO 83, ZONE 6, 1991.35 EPOCH BASED ON THE GRID BEARING
BETWEEN STATION "CLSB-120" AND STATION "CLSB-122" AS SHOWN ON RECORD OF
SURVEY NUMBER 17271, BOTH HAVING COORDINATE VALUES OF 1ST ORDER OR
BETTER 1.E; N 54°40'20" W. RESPECTIVELY AND MEETS ALL THE REQUIREMENTS OF THE
CALIFORNIA PUBLIC RESOURCES CODE.
QUOTED BEARINGS FROM REFERENCED MAPS OR DEEDS MAY OR MAY NOT BE IN
TERMS OF SAID SYSTEM.
GRID DISTANCE= GROUND DISTANCE x O 999957690AT POINT "CLSB-122"
LEGEND
• 0
□
@
SNF
( )
FOUND MONUMENT AS INDICATED
SET 3/4"X18" IRON PIPE W/ PLASTIC PLUG STAMPED "LS 8537"
SET LEAD AND DISC STAMPED "LS 8537"
SET SPIKE AND WASHER STAMPED "LS 8537"
SEARCHED,NOTFOUND
RECORD DATA PER REFERENCE
PROPERTY LINE
RIGHT-OF-WAY LINE
CENTER LINE
ADJOINING PROPERTY LINE
TIE LINE/ REFERENCE LINE
SURVEYOR'S STATEMENT:
THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY
DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE PROFESSIONAL
LAND SURVEYORS' ACT AT THE REQUEST OF ALPHA DESIGN STUDIO GROUP IN
SEPTEMBER, 2018.
COUNTY SURVEYOR'S STATEMENT
THIS MAP HAS BEEN EXAMINED IN ACCORDANCE WITH SECTION 8766 OF THE
PROFESSIONAL LAND SURVEYORS' ACT THIS .1/rJ!__ DAY OF J'1kf , 2023.
FOR THE COUNTY SURVEYOR
RECORDER'S CERTIFICATE
FILE NO.~ -1DOD'20Cf
FILED THIS LI.fl, DAY OF 'N\)?i\L , 2023, AT l'l'.!)1,1 O'CLOCK "'PM
IN BOOK OF RECORD OF SURV?f MAPS AT PAGE ___ _
AT THE REQUEST OF GARY D. MELLOM.
FEE $43.00
JORDAN Z. MARKS
COUNTY RECORDER
BY: ~ht:n"l«--
DEPUTY COUNTY RECORDER
APN: 156-120-66
CAUF. COORD. INDEX: 366-1665